• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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• pp.27-33
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• 2001

Objective of this study is to investigate the structural behavior of the concrete lining in water pressure tunnel. In many cases, the concrete lining of water pressure tunnel has not considered as a major structure comparing to the other structures, resulting in use of conservative analysis and design. For the detailed analysis of concrete lining of water pressure tunnel, factors such as rock pressure and water pressure have to be considered. In this study, analysis of concrete lining was performed by using beam element method, shell element method and solid element method. Analysis results showed that the tensile stress at crown of concrete lining is greatly affected by the stability of concrete lining and the tensile stress for the concrete lining has to be evaluated for the section where maximum moment is occurred.

• 한국산림과학회지
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• 제63권1호
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• pp.21-27
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• 1984

본(本) 연구(硏究)는 몇 종(種)의 침엽수(針葉樹)에 대하여 Shoot water potential의 일변화(日變化) 및 지(枝)의 Xylem conductivity의 특성(特性)을 측정고찰(測定考察)한 것으로 다음과 같은 결과를 얻었다. 1) Shoot water potential은 광도(光度)의 크기에 따라 변화(變化)하며, 광도(光度)의 감소(減少)가 시작된지 2시간(時間) 늦게 Shoot water potential의 증가(增加)가 시작되었다. 2) 지엽(枝葉)의 일중(日中) 최대수분(最大水分) 결차(缺差)는 12시(時)부터 14시(時) 사이에 일어나며, 그 값의 크기는 일본잎갈나무 -22 bar, 잣나무 -18 bar, 소나무 -15 bar, 젓나무 -14 bar, 리기다소나무 -10 bar 정도였다. 3) 수고(樹高) 1 m 당(當) 지엽(枝葉)의 수분결차(水分缺差)의 크기를 경사도(傾斜度)(${\varphi}_L/m$)로 나타내면 잣나무 -1.7 bar/m, 일본잎갈나무 -2.1 bar/m였다. 4) 지(枝)의 Relative Xylem conductivity (K, $cm^2/hr{\cdot}atm$)의 평균치(平均値)는 일본잎갈나무 2878, 리기다소나무 2763, 소나무 2652, 잣나무 2113 이었다.

• 공업화학
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• 제3권2호
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• pp.266-272
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• 1992

아자크라운에테르가 부착된 알킬 페닐포스피닉산을 합성하여 수용액층으로부터 클로로포름층으로 알카리금속이온의 경쟁용매추출 특성을 조사하였다. 연구된 포스피닉산들은 phenylphosphinate, aldehyde 그리고 monoazacrown ether의 한 단계 반응에서 생성되는 포스피네이트 에스테르를 알카리성 가수분해시켜 좋은 수율로 합성할 수 있었다. 합성된 포스피닉산 시약을 착물화제로 사용하여 pH에 따라 수용액층으로부터 클로로포름층으로 알카리 금속이온의 경쟁용매추출 특성을 조사한 결과 이 시약들은 넓은 pH 영역에서 금속이온을 유기용매층으로 추출해냄을 확인하였으며, pH 11인 알카리성 용액에서의 총금속이온부하는 약 75%였다. 이온의 선택성은 아자크라운에테르의 공동크기에 주로 의존하여, monoaza-15-crown-5 기를 갖는 알킬페닐포스피닉산, ${\underline{2}}$, 에서는 $Na^+$ >> $K^+$ > $Rb^+$ > $Li^+$ > $Cs^+$ 순이며 monoaza-18-crown-6 작용기가 있는 알킬페닐포스피닉산, ${\underline{3}}$, 에서는 $K^+$ >> $Rb^+$ > $Na^+$ > $Cs^+$ > $Li^+$ 이온의 순으로 나타났다. 아자크라운에테르포스피닉산들은 유사한 이온선택성을 지닌 크라운에테르카르복실산에 비해 보다 넓은 영역의 pH에서 알카리금속이온의 용매추출이 가능하여, 약한 산성이나 중성 수용액에서도 상당한 정도의 금속이온부하를 나타내었다.

• 한국지반공학회논문집
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• 제30권6호
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• pp.5-21
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• 2014

지진시 불포화 도로성토의 붕괴는 지하수 및 강우의 침투에 기인한 함수비의 증가가 그 원인이 됨이 지적되어 왔다. 따라서, 이와 같은 지반재해의 방지를 위한 합리적 보강방안 및 적절한 설계기준의 정립을 위해 불포화 도로성토의 동적안정성 및 변형모드에 대한 함수비의 영향을 연구할 필요가 있다. 본 연구에서는 불포화 도로성토의 변형 및 파괴거동에 대한 함수비의 영향을 연구하기 위해 상이한 함수비를 갖는 도로성토 모형에 대하여 동적 원심모형실험을 진행하였다. 본 실험에서는 도로성토 모형에 대한 동적하중 부가시의 변위, 간극수압 및 가속도의 계측을 통해 최적함수비 부근 및 최적함수비보다 높은 함수비를 갖는 불포화 도로성토에 대한 동적 거동을 고찰하였다. 이와 함께, 화상해석에 의한 변위 및 변형율 분포의 분석을 통하여 최적함수비보다 높은 함수비를 갖는 불포화 도로성토의 변형모드를 구명하였다. 이로부터 사면 천단부의 침하는 천단부 아래에서의 체적압축에 기인하며, 구속압력이 작은 사면 선단부 및 사면 표면부 부근에서는 체적팽창을 동반한 큰 전단변형이 발생함을 확인하였다.

• 통합자연과학논문집
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• 제6권3호
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• pp.151-157
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• 2013

The ion exchange resins were synthesized from 1-aza-18-crown-6 macrocyclic ligand attached to styrene (2th petroleum in 4th class hazardous material) divinylbenzene (DVB) copolymer with crosslinks of 1%, 6%, and 15% by substitution reaction. These synthetic resins were confirmed by chlorine content, elementary analysis, surface area, and IR-spectrum. The object of this study was to seperate the metal ion absorbed in reinforcement water fire extinguishing agent. As the results of the effects of pH, equilibrium arrival time, and crosslink of synthetic resin on metal ion adsorption for resin adsorbent, the metal ions were showed high adsorption at pH 3 or over and adsorption equilibrium of metal ions was about 2 hours. In addition, adsorption selectivity for the resin in water was the order of Al (III) > Ni (II) > Sm (III) ions, adsorbability of the metal ions was in the crosslinks order of 1%, 6%, and 15%.

• 대한심미치과학회지
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• 제4권1호
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• pp.12-22
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• 1995

The purposes of this study were to compare the bleaching efficacy of sodium perborate when mixed either with Superoxol or distilled water and to evaluate the efficacy of different location of intracoronal base on the presence of apical leakage of tested bleaching agents. Forty eight extracted human permanent incisors were stained via whole blood and canal fillings with conventional gutta percha were performed after routine biomechanical perparations. The experimental intracoronal base was placed either at the cementoenamel junction(group 3, 4) or 2mm below cementoenamel junction(group 1, 2). Walking bleaching was performed by two different combinations of bleaching agents : sodium perborate with distilled water in group 1, 3 and sodium perbrate with Superoxol in group 2, 4. The roots of the teeth were evaluated for the presence of color change to assess the leakage of bleaching agents and the cervical one-thirds of the crown were evaluated for bleaching effect from the whiteness Indea calculated by spectrophotometer. The results were as follows : 1. At the end of 12 days, all the sample teeth demonstrated the increase of Whiteness Index at cervical 1/3 of crown although there were some minor differences among groups. 2. Regardless of location of the base, sodium perborate with superoxol(group 2, 4) showed better results in bleaching than the sodium perborate with distilled water(group 1, 3). 3. Bleaching agent leaked into the root area when the base was placed 2mm below cementoenamel junction but no leakage was found when the base was placed at the cementoenamel junction.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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• pp.173-177
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• 2006

From the viewpoint of coastal hydrodynamics, one of the most important effects of global warming is a sea-level rise in coastal areas. In the present study, impacts on port facilities against sea-level rise were investigated. The sea-level rise causes the increase of the water depth, and it generates variations on the wave height, buoyancy, tidal system and nearshore current system and so on. The increase of water depth gives rise to the decrease of crown height of the structure and it causes increase of wave overtopping quantity. It may flood the port zone and its facilities, and may decrease harbor tranquility. It also leads to difficulties on navigation, mooring and loading/unloading at the port. Increase in water depth also causes increase of wave height in surf zone. This high wave makes structures unstable and may cause them to collapse during storm. In addition, increase in buoyant force due to sea-level rise also makes the gravity type structures unstable. Consequently, theses variations due to sea-level rise will cause functional deterioration of port facilities. In order to protect port facilities from the functional deterioration, reinforcement plan is required such as raising the crown height and increase in block weight and so on. Hence proper estimation method for the protection cost is necessary in order to protect port facilities efficiently. Moreover response strategies and integrated coastal zone management plan is required to maintain the function of port facilities. A simple estimation of cost for breakwaters in Korea was performed in the present study.

• Restorative Dentistry and Endodontics
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• 제18권1호
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• pp.145-155
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• 1993

The purposes of this study were to compare the bleaching efficacy of sodium perborate when mixed either with Superoxol or distilled water and to evaluate the efficacy of different location of intracoronal base on the presence of apical leakage of tested bleaching agents. Forty eight extracted human permanent incisors were stained via whole blood and canal fillings with conventional gutta percha were performed after routine biomechanical perparations. The experimental intracoronal base was placed either at the cementoenamel junction(group 3, 4) or 2mm below cementoenamel junction(group 1, 2). Walking bleaching was performed by two different combinations of bleaching agents : sodium perborate with distilled water in group 1, 3 and sodium perbrate with Superoxol in group 2, 4. The roots of the teeth were evaluated for the presence of color change to assess the leakage of bleaching agnets and the cervical one-thirds of the crown were evaluated for bleaching effect from the whiteness Indea calculated by spectrophotometer. The results were as follows : 1. At the end of 12 days, all the sample teeth demonstrated the increase of Whiteness Index at cervical 1/3 of crown although there were some minor differences among groups. 2. Regardless of location of the base, sodium perborate with superoxol)group 2, 4) showed better results in bleaching than the sodium perborate with distilled water(group 1, 3). 3. Bleaching agent leaked into the root area when the base was placed 2mm below cementoenamel junction but no leakage was found when the base was placed at the cementoenamel junction.

• 한국산림과학회지
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• 제90권3호
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• pp.314-323
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• 2001

산림의 수원함양기능 지표로서 표층토양에서의 조공극률(粗孔隙率)(pF2.7)에 영향하는 인자를 밝히기 위해 1993년 3월부터 10월까지 전국의 침엽수림 표본조사구를 대상으로 입지, 토양, 임분환경인자 등 총 23개 조사항목에 대하여 상관분석하였다. 표층토양에서의 조공극률에 영향을 미치는 유의한 인자는 표층토양에서의 조대공극률(粗大孔隙率)(pF1.6), 경사도, 상층식생 울폐도, F층의 두께, 토양의 유기물함량비, 임목축적 등 6개 인자가 정(定)의 상관관계를, 점토함량비, 표층토양의 견밀도, A층, B층 토양견밀도 등 4개 인자가 각각 5%, 1% 수준에서 유의한 부(負)의 상관관계를 나타내었다. 또한, stepwise를 이용한 다중회귀분석결과 표층토양에서의 조공극률에 영향하는 인자는 표층토양의 견밀도, 상층임분 지하고, 임목축적, B층 토양의 견밀도, 토양의 유기물함량비 등 5개 인자이었다. 침엽수림의 수원함양기능 증진을 위한 시업은 표층토양의 조공극 발달이 촉진되도록 상충식생 울폐도가 80%를 넘게 되었을 때 실시해야 할 것으로 판단된다.

• 한국농공학회논문집
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• 제58권3호
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• pp.81-90
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• 2016

It is significant to redevelop the deterioration reservoir through raising for countermeasure to climate change and Earthquake improvement of reservoir. This study aims to investigate the behavior of deterioration reservoir with poor-fabricated core subjected to raising water level and earthquake using numerical analysis. From the analysis results, water level raising and earthquakes induce crack and subsidences at the crown and the front side of deterioration reservoir. For the reinforcement of the deterioration reservoir is required appropriate measures method and raised method suitable, drainage and slope protection method judged to be necessary.